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Concave Slopes for Improved Stability and Erosion Resistance

机译:凹坡,可提高稳定性和耐腐蚀性

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摘要

Controlling erosion and sediment delivery on constructed slopes is crucial to limit the environmental impact. Laboratory and computational studies have demonstrated that slopes with concave profiles have greater erosion resistance than planar slopes. Also, in nature slopes are seldom planar in cross section and more complex contour geometries are common, with the cross sections often tending to be concave. Nevertheless, not all concave profiles provide the desired mechanical stability. In this article, an approximate solution for a concave slope profile based on plasticity theory is presented, with results validated by Finite Element analysis. With the growing use of precision GPS-controlled construction equipment, more natural appearing concave slopes with superior erosion resistance may become an attractive alternative to planar slopes.
机译:控制构造斜坡上的侵蚀和沉积物递送至关重要,以限制环境影响。实验室和计算研究表明,具有凹面曲线的斜率比平坦的斜坡具有更大的侵蚀性。而且,在自然斜坡中,横截面很少平面,并且更复杂的轮廓几何形状是常见的,并且横截面通常倾向于凹入。然而,并非所有凹面都提供所需的机械稳定性。在本文中,提出了一种基于可塑性理论的凹形斜面轮廓的近似解,通过有限元分析验证的结果。随着精密GPS控制的建筑设备的不断增长,具有更自然的出现凹槽,具有卓越的侵蚀性可能成为平面斜坡的有吸引力的替代品。

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